Extended TOBIA model for the assessment of deep-seated ...€¦ · only cover8% of landslide...
Transcript of Extended TOBIA model for the assessment of deep-seated ...€¦ · only cover8% of landslide...
MethodsSemi-automatic method to extract information on the orientation of bedding planes through the visual
interpretation via high-resolution digital terrain models (HRDTM) in which geological settings are
perfectly visible by eyes in universal Hillshades.
Morpho-Line ConceptUses HRDTMs to digitalize bedding traces which are characterized by clear edges of terrain and
elevations which repeat periodically in one direction (Fig. 1). To model locations without MLs and validate
the calculated bedding orientations field measurements were carried out in selected areas.
Calculation of bedding attitude A MatLab Script calculates dip and dip direction with the error deviations r2 and RMSE by means of the
plane equation. It interpolates planes from point data (x,y,z) using the least squares fitting method. After
that, the normal vector ((𝑛𝑛𝑣𝑣) ⃗) is calculated from this plane. Then dip and dip direction are derived from
(𝑛𝑛𝑣𝑣) ⃗ (after Santangelo et al., 2015).
Interpolation of bedding orientationTo interpolate digital and field measurement data into the area, the “accumulated cost” module in SAGA
GIS was used. This method takes valleys and faults (breaklines) into account when interpolating bedding
orientation values. The Accumulated Cost (AC) tool provides a layer that allocates dip and dip direction to
polygons considering borders of and within a grid (Fig.3).
Extended TOBIA modelThe TOBIA (Topographic Bedding Intersection Angle) model by Meentemeyer and Moody (2000) is used
to determine the angle between topography and geological layer surfaces.
ResultsThe bedding values were validated using field measurements. The dips (θ) of the Morpho-Lines are
usually between 0-17° below the values of the terrain measurements. For the dip direction the values differ
on average by ±25° from the field measurements. Fig. 5 suggests that deep-seated landslides (LS) are
abundant in the cataclinal slopes, particularly in dip slopes.
Figure 6 shows that he proportion of deep-seated LS in cataclinal slopes is over 50 %. The anaclinal slopes
only cover 8% of landslide area and orthoclinal slopes cover almost 40%. When looking at the subclasses,
30% of the cataclinal class are dip slopes. For the orthoclinal class the cataclinal trends like dip and
overdip slopes, have the highest percentage (12%).
Conclusion• Digital and classical methods were used to investigate the relationship between the bedding
orientation and the topography and its influence on landslide susceptibility.
• The extended TOBIA model is used to establish the relationships between bedding orientation and the
attitude of the terrain
• The analysis revealed that bedding conditions impact the susceptibility of slopes for deep-seated
landslides. These are most abundant in cataclinal dip and over dip slopes.
• This accurate and spatially distributed information on slope types for large areas can be used to
prepare more advanced landslide susceptibility maps.
References1] Costanzo, D., Rotigliano, E., Irigaray Fernández, C., Jiménez-Perálvarez, J. D., & Chacón Montero, J. (2012). Factors selection in landslide susceptibility modelling on large scale following the gis matrix method: application to the river Beiro basin (Spain). DOI: 10.5194/nhess-12-327-20122] Grelle, G., Revellino, P., Donnarumma, A., and Guadagno, F. (2011). Bedding control on landslides: a methodological approach for computer-aided mapping analysis. Natural Hazards and Earth System Sciences, 11(5):1395. DOI: 10.5194/nhess-11-1395-20113] Santangelo, M., Marchesini, I., Cardinali, M., Fiorucci, F., Rossi, M., Bucci, F., and Guzzetti, F. (2015). A method for the assessment of the influence of bedding on landslide abundance and types. Landslides, 12(2):295–309.4] Meentemeyer, R. K. and Moody, A. (2000). Automated mapping of conformity between topographic and geological surfaces. Computers & Geosciences, 26(7):815–829. DOI: 10.1016/S0098-3004(00)0001-X
Acknowledgments
Fig.1: Display of Morpho-Lines (green) capturing terrain edges with the corresponding topographic profile (red). It shows the typical stepwise (periodically) geometry of bedding traces.
Fig.3: Left: Breaklines (orange) that were used to incorporate faults and valleys in the interpolation. Middle: New interpolation method using these break-lines with the AC tool. Right: Allocation polygons with corresponding dip values (Color scale from blue to red. Blue: dip values ≤ 5°. Red: dip values >45°).
Fig.2: Example of interpolated plane from morpho-lines
Extended TOBIA model for the assessment of deep-seated geological induced landslides
Andrea Werner1 Philip Süßer1 Tim Schürmann1 and Frieder Enzmann11Institute for Geosciences, University of Mainz, Germany (*correspondence: [email protected])
IntroductionSlope stability is connected to different kind of conditioning factors1. Past studies have shown that
geological and structural settings play an important role in controlling the occurrence of landslides2,3. The
geometrical information of bedding planes such as dip angle and dip direction are usually obtained
through geological field mapping. However, mapping information for larger areas is resource intensive
and time-consuming. This restricts the possibility of using bedding and structural data for the assessment
of landslide susceptibility. The wide availability of computer-based methods and digital elevation model
data offers new opportunities in structural terrain analyses of large regions.
In Orthoclinal slopes, slope and bedding are perpendicular to each other independent of the general
spatial position. Thus the original classification does not give any information about the angular
relationship between bedding layer and slope. This requires an additional classification of orthoclinal
slopes, which was integrated and tested in the new extended TOBIA model. The chord length (L) and the
angle difference of slope and dip was used to further classify the orthoclinal slopes.
Fig. 4: TOBIA classification of cataclinal and anaclinal slopes after Meentemeyer and Moody (2000). The calculation requires four parameters: slope S (0-90°), aspect A (0-360°), dip direction α (0-360°) and dip θ (0-90°). The categorical TOBIA classifies slope types through the alignment of bedding planes to topography. The chord length (L) is used for classification4.
Tab. 1: Classification of slope types according to the extended TOBIA. Modified after Meentemeyer and Moody (2000). *± 45°. The red circled part shows the new subclasses of the orthoclinal slopes.
Fig. 6: Histogram with extended TOBIA class distribution in percent. Left: Distribution of the whole area. Right: Distribution for deep-seated landslides.
Fig.5: Extended TOBIA model for the whole pilot area. With zoom in (A) on one of the biggest deep-seated landslide in that area.
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